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HCM 6th Signalized Intersection Summary <br />11: Main St & Buffalo Ave/1-5 SB On -Ramp 09/03/2019 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />4 + <br />tti� <br />►) <br />ttt <br />Traffic Volume (veh/h) 369 <br />177 <br />49 0 <br />0 0 0 <br />1721 <br />54 <br />721 <br />1266 <br />0 <br />Future Volume (veh/h) 369 <br />177 <br />49 0 <br />0 0 0 <br />1721 <br />54 <br />721 <br />1266 <br />0 <br />Initial Q (Qb), veh 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A-pbT) 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Work Zone On Approach <br />No <br />No <br />No <br />Adj Sat Flow, veh/h/In 1900 <br />1870 <br />1900 <br />0 <br />1870 <br />1870 <br />1870 <br />1870 <br />0 <br />Adj Flow Rate, veh/h 388 <br />186 <br />52 <br />0 <br />1812 <br />57 <br />759 <br />1333 <br />0 <br />Peak Hour Factor 0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />Percent Heavy Veh, % 0 <br />2 <br />0 <br />0 <br />2 <br />2 <br />2 <br />2 <br />0 <br />Cap,vehrh 403 <br />318 <br />89 <br />0 <br />1901 <br />60 <br />799 <br />3376 <br />0 <br />Arrive On Green 0.23 <br />0.23 <br />0.23 <br />0.00 <br />0.37 <br />0.37 <br />0.46 <br />1.00 <br />0.00 <br />Sat Flow,veh/h 1781 <br />1406 <br />393 <br />0 <br />5254 <br />160 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 388 <br />0 <br />238 <br />0 <br />1212 <br />657 <br />759 <br />1333 <br />0 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1800 <br />0 <br />1702 <br />1842 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 17.2 <br />0.0 <br />9.4 <br />0.0 <br />27.7 <br />27.8 <br />16.8 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 17.2 <br />0.0 <br />9.4 <br />0.0 <br />27.7 <br />27.8 <br />16.8 <br />0.0 <br />0.0 <br />Prop In Lane 1.00 <br />0.22 <br />0.00 <br />0.09 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh 403 <br />0 <br />407 <br />0 <br />1272 <br />688 <br />799 <br />3376 <br />0 <br />V/C Ratio(X) 0.96 <br />0.00 <br />0.58 <br />0.00 <br />0.95 <br />0.95 <br />0.95 <br />0.39 <br />0.00 <br />Avail Cap(c_a), veh/h 403 <br />0 <br />407 <br />0 <br />1272 <br />688 <br />799 <br />3376 <br />0 <br />HCM Platoon Ratio 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.00 <br />2.00 <br />1.00 <br />Upstream Filter(I) 1.00 <br />0.00 <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />0.35 <br />0.35 <br />0.00 <br />Uniform Delay (d), s/veh 30.6 <br />0.0 <br />27.6 <br />0.0 <br />24.4 <br />24.4 <br />21.1 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 35.1 <br />0.0 <br />2.1 <br />0.0 <br />16.2 <br />24.7 <br />9.6 <br />0.1 <br />0.0 <br />Initial Q Delay(d3),s/veh 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />We BackOfQ(50%),veh/IY9.0 <br />0.0 <br />4.2 <br />0.0 <br />13.2 <br />16.0 <br />5.5 <br />0.0 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 65.7 <br />0.0 <br />29.7 <br />0.0 <br />40.6 <br />49.1 <br />30.7 <br />0.1 <br />0.0 <br />LnGrp LOS E <br />A <br />C <br />A <br />D <br />D <br />C <br />A <br />A <br />Approach Vol, veh/h <br />626 <br />1869 <br />2092 <br />Approach Delay, s/veh <br />52.0 <br />43.6 <br />11.2 <br />Approach LOS <br />D <br />D <br />B <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />6 <br />Phs Duration (G+Y+Rc),K.0 <br />34.4 <br />22.6 <br />57.4 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gmalo,5 <br />29.9 <br />18.1 <br />52.9 <br />Max Q Clear Time (g_c+[M,8; <br />29.8 <br />19.2 <br />2.0 <br />Green Ext Time (p_c), s 0.0 <br />0.1 <br />0.0 <br />14.0 <br />Intersection Summary <br />HCM 6th Chl Delay 30.0 <br />HCM 6th LOS C <br />The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 8 <br />